total float 3 3. The project duration and the critical path 4 4. Calculation of the finish date 4 5. Delays and early completion and the effects on the duration 4 a) Activity ‘E’ is delayed 1 day 4 b) Activity ‘P’ is delayed 1 day 4 c) Activity ‘Q’ is completed 1 day earlier 5 6. Limitations of the network diagram 5 Task 2 1. Introduction 6 2. IBEK Ltd. 6 3. The Project Manager 7 Introduction 7 Organization form 8 Planning and monitoring 9 The Project life cycle 9 Work Breakdown
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Faculty of Business and Law |Level: 3 |Module: SIM335 Managing Projects | |Assignment Code: SIM335 |Module Leader: Michael Cassop-Thompson | | | | |Contribution to module assessment: 100%
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Faculty of Business and Law SIM335 Managing Projects Level: 3Module: SIM335 Managing Projects Assignment code: SIM335Contribution to the module assessment: 100% This is an individual assignment-please complete both tasks 1 and 2 Both tasks relate to the units in the module guide and the attached case study. It is advised that you read the case study thoroughly before attempting the tasks. Task 1 (40% marks) 600 words (+/- 10%) each short answer question requires a response in a few sentences
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TASK 1: CASSOP Ltd 1. Network diagram *Notes: EST: Earliest start time EFT: Earliest finish time LST: Latest start time LFT: Latest finish time Non-critical path Critical path 2. Timing of activities and total float Base on the methodology in the text: Project Management‚ Field and Keller (2007.p.197‚ p.198 & p.391)‚ we can using forward pass and backward pass to calculate EST‚ EFT‚ LST and LFT a. Forward pass The formula to calculate the forward
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MANAGING PROJECTS Name: Course: Professor: Institution: City and state: Date: 1. Draw the network diagram (use activity on the node) 2. Explain how you determined the timing of activities and the total float. From the diagram above‚ the ES or earliest start time is zero for activity A. Therefore‚ ES equals the EF or earliest finish time of the predecessor. An example can be from the diagram above as ES of C activity is EF of activity B i.e. 9 days. Earliest finish time
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1 University of Sunderland BA (Honours) Business Management Subject : SIM 335 Managing Projects 1 2 Contents 1. Introduction 3 2. Project management process 3 2.1 Concerns 4 2.2 Stages 4 2.3 Processes 5 2.4 Leadership 6 2.5 Administrative 6 3. Schedules 6 3.1 Network diagram 4. Managing the life cycle 7 4.1 Phase 1 - Feasibility study 8 4.2 Phase 2 - Planning stage 9 4.3 Phase 3 - Execution stage 9 4.4 Phase
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enterprise to implement project in order to decrease the wastes and increase the profit as much as possible. Traditionally‚ the management methods which support in the Project Management Book of Knowledge are generally used in construction. As a civil engineering student‚ this essay will focus on LPDS’s application to construction industry and the comparison between methods which support in the PMBOK and LPDS. Furthermore‚ it introduces a effective and efficient approach into project research as lean
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A REPORT ON DURGAPUR PROJECTS LTD BY DHRUBAJYOTI MISHRA ‚ MHROM (CU) [pic] A REPORT ON DURGAPUR PROJECTS LTD. Introduction:- One of the feather of the cap of the West Bengal govt. in industrial sector is Durgapur Projects Ltd. It is mainly related to manufacturing units - from steel to power and from cement to mining machinery. Durgapur Projects Ltd‚ is not only increasing the govt. earning but also developing the entire society as a whole.This report on DPL is describe under
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verify if a project is where it should be. Periodic reviews should be done to see which milestones were delivered against the assignment date and what needs to be accomplished to complete the next milestone. Several major milestones should be assessed when implementing Starbucks’ Project Improvement Plan. If the project has a hard deadline for completion handed to the project team‚ it is wise to back plan the milestones to ensure that the milestone dates will correspond with the project due date assigned
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Table of Content 1) Task 1 1.1 Project Network Diagram 1.2 Determination of Timing of Activities and Total Float 1.3 Project Duration and Critical Path 1.4 Earliest Date Calculation 1.5 Effects of Duration Changes 1.5a) Activity E is delayed by 1 Day 1.5b) Activity M is delayed by 1 Day 1.5c) Activity R is completed early by 1 Day 1.6 Limitations of Network Diagrams 2) Task 2 2.1 Introduction of Project 2.2 Initiation 2.3 Planning 2.4 Execution 2.5 Closure References Appendices
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